HomeMy WebLinkAboutRev Site Plan Stamped Rev 1_ 2-20-22SITE PLAN
10 5 Q 10 20 40
1 "=20'
RELOCATED 3'x14' RAMP
PROPOSED 4'x32.5t' PIER
PROPOSED 4'x18.5't
RAISED PIER; DECK
EXTENSION; DECK HEIGHT PROPOSED 4'x10' FLOAT
HEIGHT = 8't NAVD88
= 5.3't NAVD88
SECTION A
-A PLAN VIEW
5 2.5 0
5 10 20
1"=10'
PIER, RAMP,
AND FLOATS EXTEND 80' BEYOND MHW—
SALT MARSH �{
�—EXISTING (PIER PIER
EXTENSION --I
EX. CONC. RET. WALL
PROPOSED 4'x18.5't
PROPOSED 4'x32.5t' PIER
PROPOSED 4.5'x4'
RAISED PIER; DECK
EXTENSION; DECK HEIGHT
TIMBER LANDING
HEIGHT = 8't NAVD88
NAVD88
10
6 PROVIDE 8' 8"
4 LEDGER FOR
5.3' t
— —
—
!
STRINGER —SUPPORT
—_
2
-2
-- —
—
F
0
O
X
X
OD
0
w
0
EL
IL
ij , T \ I ) r LEGEND
�
r 1 f ) OI MHw MEAN HIGH WATER
\\\\ \ ' • • • ' ° . \\\ may\ \� { j 1 I MLw
MEAN LOW WATER BASS RIVER
5 9C
(-P � • • • •°. F �x \\ \\l� I 1 C' \ �' —2— ELEVATION CONTOUR
�� �✓ is �\ \ 1 1 1 \ I PROPERTY LINE 0�
� v
/C \x�\ f'�`\ •�•.d/Z �\ CC \ �, I I 1 ■ ■ ■ LIMIT OF WORK/ACCESS C
\ \ C \ \ \ SHELLFISH SURVEY GRID LOCUS oF
i \ E \ \ \ I 1 DINARS
UPPER SHELLFISH FOUND IN GRID POND
�
EC
SURVEY NOTES:
\ D
A-- \ ' / �� \ 1 ' I 1\ RECORD OWNER:
THOMAS A. DWYER AND LISA G. DWYER
DWYER REALTY TRUST YARMOUTH, MA
\� i ' \ \ I 1 1 ASSESSORS MAP AD, DEDHAM,PARCEL M2 02026
\ m i \\,, KEY MAP
DEED BK, 28031 PG. 33
PLAN BK, 79, PG. 1011 LOT 66
i
i i �'' ` \ PROPERTY LIES WITHIN RESIDENTIAL ZONE R40.
A- i �" \ \ PROPERTY LINES DEPICTED HEREON ARE BASED ON A FIELD
i SURVEY BY DOWN CAPE ENGINEERING IN JULY, 2020 AND
\\ i O /' i'' \ i' \ B, �' 1 �', \ C COMPILED FROM PLANS ON RECORD RECORDED IN THE
BARNSTABLE COUNTY REGISTRY OF DEEDS.
PARCEL APPEARS TO LIE WITHIN FLOOD ZONE AE (EL 9'
NAVD 88) PER FIRM PANEL #583 OF 875, COMMUNITY MAP
(/ NUMBER 25001CO583J EFFECTIVE DATE JULY 16, 2014 AS
RAIS IER C I0N \' Q l \ SHOWN ON THE FEMA ON—LINE DATA BASE.
DATUM FOR ALL ELEVATIONS = NAVD 88
MEAN HIGH WATER = 1.9' NAVD 88
WATERMEAN LOW D 88
20 1C�^ \' SOURCE; DIRECT MEASUREMENTWITH HOBO U20L
ROPOS 32.5' \\ i \ I POSED WATER LEVEL LOGGER BY SHOREFRONT CONSULTING
ER PI R SECT I 0 \ 'I ' ' THE PROJECT IS NOT WITHIN AN NHESP BOUNDARY AND IS
�Y , ` .5 X5 THEREFORE NOT SUBJET TO MESA REVIEW
` \� i LANDING
FL{� T ClC- ''' �40 � i'' i 1 ` �1\ � �
'\ i 50 \ i C ',�' C S CONSTRUCTION NOTES.
i 1 .'C \\ 1. ELEVATIONS REFER TO NAVD 88. CONTACT DOWN CAPE ENGINEERING FOR ADDITIONAL
��/ ELEVATION INFORMATION AS NEEDED.
\ i 1\
�- ,�,70 \ i / \/ 1 1 1 ` 2. CONSTRUCTION ACCESS SHALL BE VIA THE ACCESS ROUTE SHOWN ON THE PLAN AND
/O �\J \\ i' / I \I C� 1 t I i 1-�� DIRECTLY OVER THE APPLICANT'S PROPERTY.
8
O, I 1 : = 11 I 1 ` \ 3. THE WORK ACTIVITY SHALL OCCUPY A MINIMUM AREA TO ACCOMPLISH THE INSTALLATION OF
90 \\ I 1\ I t i l �� THE PROPOSED WORK. EQUIPMENT AND MATERIALS HANDLING SHALL BE IN ACCORDANCE WITH
I ) I \ THE WORK PROTOCOL SUBMITTED WITH THE NOTICE OF INTENT, THE RESULTING ORDER OF
�O \\ I 11 , `-7 ` �\ \ \ ( CONDITIONS AND AS DIRECTED BY THE YARMOUTH CONSERVATION AUTHORITIES.
\ 4. THE DOCK INSTALLATION SHALL BE ACCOMPLISHED FROM A WORKING BARGE AS MUCH AS
PRACTICAL. THE REMAINDER OF WORK SHALL BE ACCOMPLISHED BY HAND. AT NO TIME SHALL
THE WORKING BARGE COME IN CONTACT WITH THE MARSH.
l \ 1 ( C 5. A WORK LIMIT SHALL BE MAINTAINED TO INSURE MINIMAL ACTIVITY IN THE THE EXISTING MARSH
EL CATED RAMP 1\ II \\\ \ \ `\ �� l WITH MINIMAL ACTIVITY OCCURRING BEYOND THE WORK LIMIT. MATERIALS AND EQUIPMENT
\ \ 1 I \ 1 SHALL BE STORED ON THE APPLICANT'S PROPERTY DURING TIMES OF HIGH TIDE AND WHEN
NOT IN USE. WORKING BARGE TO BE ANCHORED TO AVOID BOTTOMING OUT DURING PERIODS
\ 1 I 1 I \ 1 1 1 OF LOW TIDE.
1 I 1 11 1
6. PILES SHALL BE DRIVEN TO THE DEPTHS SPECIFIED ON THE PLAN. IF DESIGN EMBEDMENT
CAN NOT BE REACHED, SHOREFRONT CONSULTING SHALL BE CONTACTED BEFORE PROCEEDING.
PILES CAN BE INITIALLY JETTED TO SET, BUT THEN SHALL BE MECHANICALLY DRIVEN FROM
THE WORKING BARGE. EACH BENT BEYOND MHW SHALL BE ANCHORED TO THE BOTTOM WITH A
DOCK PLAN VIEW DETAIL HELICAL OR MANTA STYLE ANCHOR FOR PROTECTION OF ICE UPLIFT.
5 2.5 9 5 10 20 7. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RETURNED TO THEIR
PRE -CONSTRUCTION CONDITION. ALL WORK SHALL BE INSPECTED BY SHOREFRONT CONSULTING
AND RECEIVE APPROVAL BEFORE REMOVING EQUIPMENT FROM THE SITE.
8. THE ACCESS ROUTE AND WORK SITE SHALL BE CLEANED AND RESTORED TO RESEMBLE THE
PRE -CONSTRUCTION CONTOURS AND CONDITIONS,
9. THE CONTRACTOR SHALL OBTAIN A COPY OF THE ORDER OF CONDITIONS ISSUED FOR THE
�aA PROJECT BY THE YARMOUTH CONSERVATION COMMISSION PRIOR TO THE START OF ANY WORK,
H OF MgSC
N
ANIEL q�yG �svk1``tOFMtissec 10. ALL HARDWARE SHALL BE GALVANIZED OR STAINLESS STEEL, UNLESS OTHERWISE APPROVED BY
A Nm, �� DANIELA, y�N OWNER OR SHOREFRONT CONSULTING.
OjALA N OJALA "�
No.40980 CIVIL NI 11. THE RECONSTRUCTED AND LENGTHENED DOCK SHALL BE RAISED UP IN ACCORDANCE WITH
No 46502
� 9�FFSS�O�P THE PLAN AND SUPPORTED ON PERMANENT PILES. THE EXISTING RAMP CAN BE REUSED. ALL
��N�suavEy°� F��'sTERC'4 DECKING AND HANDRAILS SHALL BE AZEK OR EQUAL. RAMP SHALL UTILIZE THRU-FLO GRATING
S/C)NAL EN OR BE ALUMINUM AT APPLICANT'S OPTION.
�_zl (zl-Lo/-L-- NO PART OF THIS DRAWING MAY BE USED BY ANY
PARTY WITHOUT THE EXPRESS WRITTEN CONSENT OF
2"x6" AZEK RAILING CAP
f'-4•I-I SHOREFRONT CONSULTING AND
THROUGH
POST BOLTEDROUGH YOKES AND L, 2"x6" AZEK RAILING Q DOWN CAPE ENGINEERING, INC.
TH
2"x4" RAILING (TYP) JOISTS (TYP) CAP (TYP)
ROPE MID RAIL 2"x8" STRINGERS ° 2" 4" RAILING
(3 TOTAL, TYP) ROPE MID RAIL (TYP)
2"X "
RELOCATED 3'x14' RAMP
6 AZEK DECKING
OR (2) 3 x8
SPACING
PROPOSED 4'x10' FLOAT
5/8' THROUGH
2' x6 AZEK DECKING W/ 3/a'
PROPOSED 8" X 24' LONG
ANCHOR PILES (2 TOTAL)
10
3/4" THROUGH -BOLTS
BOLT TYP
SPACING; OVERLAP 1" TYP
( )
(TYP)
8
2"x8" STRINGERS
6
°
3%8" YOKE; (2) TYP.
°
(TYP)
PROPOSED 8'x20' FLOAT
4
°
°
CROSSING
3%8" YOKE;
(2) TYP.
�4' THROUGH
'MHW2
111`_
-�
0
°
BRAC
BRACING (TYP)
BOLT WITH DOCK
- - - 2.7' _ - -2
WASHERS (TYP)
—4 EX, 3'X23_ R; DECK EX. 6'xi FL A
-6 '—I `17 NAVD88 X.
4'xi6' FLO
o -- 17't o n
L
16't 16't O
lip
H: 1"=1' PROPOSED 8" DIAM. PROPOSED 8" x 22' LONG
x 24' LONG FIBERGLASS PILES (6 TOTAL)
FIBERGLASS PILES
(2 TOTAL)
SECTION A -A ELEVATION DETAIL
5 215 Q 5 10 20
DCE #20-147 1"=10'
----- ____"�"-3 MLW= - -4 3/4" THROUGH BOLT WITH
- - r-3"x8" CROSS
o N 8" "PEARSON" FIBERGLASS PILES + + 8" FIBER LASS
°
PILES (TYP)
INSTALL SCREW ANCHOR AT
EACH BENT BEYOND MHW TO
PREVENT ICE UPLIFT (Optional)
DOCK SECTION B-B ELEVATION DETAIL DOCK SECTION A -A ELEVATION DETAIL
2 4
1^=2' 1 =2
1
2/20/22
RELOCATED DOCK; RAISED UP TO ELEV, 8'
MCB
NO.
DATE
REV M
gy
SHEET TOLE
PLAN SHOWING PROPOSED PIER
RECONSTRUCTION AND EXTENSION
PROJECT N0,
SC-154
WE AS SHOWN
8/9/21
PR EOT
THOMAS AND LISA DWYER
160 MAYFLOWER TERRACE SOUTH YARMOUTH MAI
DRAWN H
MCB
CHECUDW DO
DRAWING NO,
DWYER.DWG
DOWN CAPE ENGINEERING
939 MAIN STREET
YARMOUTHPORT, MA 02675
(508) 362-4541
SHOREFRONT CONSULTING
29D CENTER STREET
DENNIS PORT, MA. 02639
(508) 280-8046
WWW.SHOREFRONTCONSULTING.COM
C_
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